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S 200 over L-S CREEK

Map

Coordinates:
+47.33042, -106.60486
47°19'50" N, 106°36'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S 200 over L-S CREEK
Structure number:P00057227+05451
Location:14M E JORDAN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:85.0 ft. [25.9 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodVery GoodVery GoodVery Good39074.0
March 2015FairGoodGoodSatisfactory34059.2
March 2013FairGoodGoodSatisfactory34059.2
April 2011FairGoodGoodSatisfactory34059.2
September 2010FairGoodGoodSatisfactory34062.9
September 2008FairGoodGoodSatisfactory34062.9
November 2006FairVery GoodSatisfactoryGood48061.0
February 2005FairVery GoodSatisfactoryGood44065.8
December 2002FairVery GoodSatisfactoryGood46063.5
February 2001FairVery GoodSatisfactoryGood32065.3
December 1998FairVery GoodSatisfactoryGood33065.2
October 1996FairVery GoodSatisfactoryVery Good24571.0
January 1995FairGoodSatisfactoryVery Good31562.4
September 1992FairVery GoodSatisfactoryVery Good29758.8
March 1991FairVery GoodSatisfactoryVery Good29158.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.680680000
Deck
Reinforced Concrete Decksq. ft.6,7476,747000
Substructure
Steel Columneach44000
Steel Protective Coatingsq. ft.176176000
Reinforced Concrete Abutmentlinear ft.106106000
Reinforced Concrete Pier Caplinear ft.122122000
Bearings
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.352352000
Steel Protective Coatingsq. ft.880880000